Test 2021-05-04-9-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215405
DEA: 032G1604
EFIS: 0320000235
DIST-CO-RTE-PM03-YOL-45-0.6/12.9
Work DescriptionCOLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location DescriptionYOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Sample Information
Sample Taken Date5/4/2021 Sample Unique Key9
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing5/7/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byTraver Last name of sampler or witnessed byBrewer
Title of samplerTeichert Tech Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Hollwood Transportation Laboratory (TL) Numberc783774
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number2
Sublot number7 Tank number
Time of sample HMA SupplierTeichert Hollwood
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-04-9
DIME Test ID: 2021-05-04-9-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-05-21
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/12/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 978.0 mN
Beam deflection 60.0 s: 0.884 µm
Measured Stiffness Modulus 60.0 s: 89.200 mPa
Estimated Stiffness Modulus 60.0 s: 89.100 mPa
Difference between stiffness moduli 60.0 s: -0.11 %
Estimated m-value 60.0 s: 0.394
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 05/21/2021